CN116290104A - Construction method for underwater section-by-section installation of anchored suspension tunnel - Google Patents
Construction method for underwater section-by-section installation of anchored suspension tunnel Download PDFInfo
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- 239000000725 suspension Substances 0.000 title claims abstract description 130
- 238000009434 installation Methods 0.000 title claims abstract description 122
- 238000010276 construction Methods 0.000 title claims description 58
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 92
- 238000007667 floating Methods 0.000 claims abstract description 34
- 238000000034 method Methods 0.000 claims abstract description 6
- 230000003068 static effect Effects 0.000 claims abstract description 3
- 238000007789 sealing Methods 0.000 claims description 50
- 229910000831 Steel Inorganic materials 0.000 claims description 43
- 239000010959 steel Substances 0.000 claims description 43
- 238000005192 partition Methods 0.000 claims description 18
- 210000001503 joint Anatomy 0.000 claims description 8
- 239000011150 reinforced concrete Substances 0.000 claims description 6
- 230000008569 process Effects 0.000 claims description 5
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 claims description 3
- 238000004891 communication Methods 0.000 claims description 3
- 229910052760 oxygen Inorganic materials 0.000 claims description 3
- 239000001301 oxygen Substances 0.000 claims description 3
- 210000001364 upper extremity Anatomy 0.000 claims description 2
- 238000004873 anchoring Methods 0.000 description 14
- 238000010586 diagram Methods 0.000 description 10
- 238000005516 engineering process Methods 0.000 description 4
- 230000005484 gravity Effects 0.000 description 4
- 230000009471 action Effects 0.000 description 2
- 238000013461 design Methods 0.000 description 2
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- 238000011065 in-situ storage Methods 0.000 description 2
- 238000002347 injection Methods 0.000 description 2
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- 239000000243 solution Substances 0.000 description 2
- 239000007900 aqueous suspension Substances 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/063—Tunnels submerged into, or built in, open water
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/063—Tunnels submerged into, or built in, open water
- E02D29/067—Floating tunnels; Submerged bridge-like tunnels, i.e. tunnels supported by piers or the like above the water-bed
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/063—Tunnels submerged into, or built in, open water
- E02D29/073—Tunnels or shuttering therefor assembled from sections individually sunk onto, or laid on, the water-bed, e.g. in a preformed trench
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
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Abstract
The invention discloses an underwater section-by-section installation method of an anchored suspension tunnel, which comprises the following steps: step one, conveying a suspension tunnel pipe joint to be installed into a shore structure; step two, the suspension tunnel pipe joint to be installed is moved into an outfitting room installation trolley; fixing a suspension tunnel pipe joint to be installed on an installation trolley, injecting water into an outfitting room, and simultaneously adjusting the floating weight ratio of the installation trolley and the suspension tunnel pipe joint to be installed; step four, the installation trolley pauses to advance after running on the pipe joint of the suspension tunnel which is installed in the previous section; step five, the rear supporting leg of the installation trolley continues to advance forwards, but the front supporting leg is kept static, and the suspension tunnel pipe joint to be installed is sent to an installation position; step six, butt-jointing the suspension tunnel pipe joint to be installed with the suspension tunnel pipe joint installed in the previous section; step seven, the installation trolley returns to the outfitting room; and step eight, repeating the step one to the step seven, and installing the suspension tunnel pipe joints of the subsequent sections. The invention is safer, more efficient and economical.
Description
Technical Field
The invention relates to a construction method for underwater section-by-section installation of an anchored suspension tunnel.
Background
The water suspension tunnel is named as Submerged Floating Tunnel and SFT for short. In Italy, the bridge is also called an "Archimedes bridge", abbreviated as "PDA" bridge. Generally consists of a tubular structure floating in water to a certain depth (the space of the structure is large enough to meet the requirements of road and railway traffic), a support system (anchor cables anchored on a seabed foundation, pier columns or buoyancy tanks on water) and structures on both sides. The novel structure is suitable for all traffic vehicles needing to pass through water, can pass trains, automobiles, small motor vehicles and pedestrians, and can also be made into service channels for passing through various pipelines and cables. The differences between the underwater suspension tunnel and the traditional submerged tunnel or tunneling tunnel are as follows: the suspended tunnel structure is surrounded by water, not located on or across the formation, but rather is held in a fixed position primarily by the gravity of its own structure, the buoyancy to which the structure is subjected, and the anchoring forces of the support system. The suspended tunnel is sealed around, and this structure has all the characteristics of a normal tunnel and should be considered as a "tunnel" rather than a "bridge" from a use point of view.
The suspended tunnels may traverse different waters such as rivers, fjords, straits, lakes, etc., providing a possible and acceptable form of fixed spanning structure for those places considered to be non-spanable due to the consideration of deep water or too great a distance between the sides. The suspended tunnel is built under water to a certain depth, and compared with the open-type channel and ferry transportation on the water surface, the weather such as severe stormy waves, fog, rain, snow and the like cannot influence all-weather operation of the suspended tunnel. On the premise of ensuring the same navigation capacity, compared with a bridge, the gradient of the suspension tunnel is gentle and the total length is reduced, and the suspension tunnel cannot influence the environment and natural landscapes in the construction process and the use of the suspension tunnel; when the span and the water depth are exceeded, the unit cost of the suspension tunnel is not obviously increased along with the increase of the length of the crossing channel or the depth of the water channel, and the unit cost of the cable-stayed bridge and the suspension bridge is obviously increased along with the increase of the span.
Although the suspension tunnel has certain advantages compared with the sea-crossing channels such as immersed tunnel, deep buried tunnel, bridge and the like, the design and construction of the suspension tunnel are still a worldwide problem, and no built suspension tunnel exists so far. Currently, 7 countries (norway, italy, japan, china, swiss, brazil, united states) are mainly studied in the world, and many technical problems found in the research are mainly: overall structural arrangement, tunnel materials, structural style of the anchoring system, connection style of the tunnel, landing structural design, tunnel structural feasibility, construction and operational risks, etc. Whether these problems can be solved or not determines whether the suspended tunnel can go from a viable solution to actual engineering.
Heretofore, in the study of a suspended tunnel, the proposed structural types can be roughly divided into three types according to the relationship between the gravity of the suspended tunnel and the buoyancy of the suspended tunnel: float, anchored, pier column. The floating pontoon type suspension tunnel is characterized in that the tunnel is suspended on a pontoon on the water surface through an anchor rope or an anchor chain, the gravity of the tunnel is larger than the buoyancy, and the vertical direction is greatly affected by the fluctuation of the tide level; the anchoring type suspension tunnel is characterized in that the tunnel is anchored on an anchorage foundation below the seabed through tension legs or anchor cables, the gravity of the tunnel is smaller than the buoyancy, and the tunnel can displace or shake under the action of hydrodynamic force; pier columns are actually tunnel bridges supported on underwater pier columns, and are difficult to construct and expensive to manufacture.
At present, the anchor type suspension tunnel structure is studied for a long time at home and abroad, and consists of an underwater suspension tunnel pipe body, a shore connection structure, an anchor system, a floating weight ratio adjusting system, tunnel auxiliary facilities and the like. The tunnel pipe joint is provided with a inhaul cable anchor and is fixed on the seabed through an anchoring foundation, two ends of the pipe joint are connected with a shore connection structure, and the pipe joint is connected with a ground road through a land slope tunnel.
Because the suspension tunnel is positioned at a deeper position under water, three types of suspension tunnels are very difficult to transport in pipe joints, locate under water and install and butt joint under water or on water, the safety risk is very high, and mature construction technology which is successfully implemented is not available. The technology that can be referenced at present for the installation and construction of the suspension tunnel is that the immersed tube tunnel is floating on water, submerged and refuted, the technology is greatly affected by wind, wave, current, traveling wave and the like, for example, the immersed tube floating of the bridge of the port-ball Australian bridge is installed for one month only for one window period, and the channel needs to be sealed during the tube section floating, so that the influence on the water traffic is great, the construction cost is high, and the safety risk is also great.
In order to fill the blank of the underwater section-by-section installation technology of the pipe sections of the suspension tunnel, the construction method for the underwater section-by-section installation of the anchoring type suspension tunnel is particularly provided, so that the suspension tunnel is provided with a safer, efficient and economical construction scheme, and the suspension tunnel can be enabled to be changed from ideal early into reality.
Disclosure of Invention
The invention aims to fill the blank of underwater section-by-section installation of a pipe section of a suspension tunnel in the prior art, and particularly provides a construction method for underwater section-by-section installation of an anchored suspension tunnel, so that the suspension tunnel is provided with a safer, efficient and economical construction scheme, and the suspension tunnel can be enabled to be realized from ideal early.
The purpose of the invention is realized in the following way: the construction method for underwater section-by-section installation of the anchored suspension tunnel comprises the following steps:
firstly, conveying a prefabricated suspension tunnel pipe joint to be installed on land into a shore structure through a land slope tunnel; the shore connection structure comprises a jacking chamber positioned on the back water side and an outfitting chamber positioned on the head water side, wherein an installation trolley is arranged in the outfitting chamber, and the outfitting chamber is provided with an inlet and an outlet;
step two, loading a suspension tunnel pipe joint to be installed into the installation trolley through vertical movement and transverse movement in a jacking chamber of the shore connection structure;
step three, a pair of front lifting lugs and a pair of rear lifting lugs at the upper part of a suspension tunnel pipe joint to be installed are connected with a pair of steel wires of a front pipe joint sinking winch and a pair of steel wires of a rear pipe joint sinking winch on an installation trolley in a one-to-one correspondence manner, then an inlet of an outfitting chamber in a shore connection structure and an outlet of the outfitting chamber are closed, water is injected into the outfitting chamber, and simultaneously the floating weight ratio of the installation trolley and the floating weight ratio of the suspension tunnel pipe joint to be installed are adjusted, so that the floating weight ratio of the suspension tunnel pipe joint to be installed is smaller than 1, the floating weight ratio of the installation trolley is larger than 1, and the integral floating weight ratio of the installation trolley and the suspension tunnel pipe joint to be installed is larger than 1;
step four, firstly opening an outlet of the outfitting room, then controlling the installation trolley to move on a pipe joint of a suspension tunnel which is installed in the previous section, suspending the installation trolley from advancing, symmetrically arranging a pair of temporary mooring piers in front of the installation trolley along two sides of a tunnel axis, and connecting cables on a pair of trolley mooring windlass on the installation trolley to the pair of temporary mooring piers in a splayed shape;
step five, controlling the installation trolley to continue advancing, wherein the front supporting leg of the installation trolley is static in the process, and controlling the position of the installation trolley until the suspension tunnel pipe joint to be installed is conveyed to the installation position by adjusting the length and the tension of the two cables;
step six, adjusting the height and levelness of the suspension tunnel pipe joint to be installed through a pair of front pipe joint sinking windlass and a pair of rear pipe joint sinking windlass on the installation trolley, and adjusting the front and rear positions of the suspension tunnel pipe joint to be installed through adjusting the front and rear positions of the installation trolley, so that the suspension tunnel pipe to be installed can be in butt joint installation with the suspension tunnel pipe joint installed in the previous section;
step seven, firstly controlling the installation trolley to retract into the outfitting chamber, then closing the outlet of the outfitting chamber, and then draining water in the outfitting chamber to form dry construction conditions;
and step eight, repeating the step one to the step seven, and installing the subsequent section of the suspension tunnel pipe section to the last section of the suspension tunnel pipe section.
The construction method for underwater section-by-section installation of the anchored suspension tunnel comprises the steps that the shore connection structure is arranged on a shore slope and comprises an indoor part and an outdoor part; wherein,,
the indoor part is sequentially provided with the jacking chamber, the partition wall and the outfitting chamber from land area to sea area; the bottom of the jacking chamber is provided with a jacking device, the rear end of the jacking chamber is a back water side wall of the indoor part, and the lower part of the back water side wall is provided with a hole communicated with a land slope section tunnel; the front end of the outfitting chamber is a water facing side wall of the indoor part, the lower part of the outfitting chamber is provided with a connecting section tunnel, and the rear port of the connecting section tunnel is communicated with the jacking chamber; the entrance of the outfitting chamber is arranged right above the rear port of the connecting section tunnel by the partition wall, and the entrance of the outfitting chamber is blocked by an entrance end sealing door; the outlet of the outfitting chamber is arranged on the water facing side wall and is positioned right above the front port of the connecting section tunnel, and the outlet of the outfitting chamber is plugged by adopting an outlet end sealing door; a water supply and drainage system is arranged between the outfitting room and the external water body;
the outdoor part comprises a starting section tunnel and a slope protection which are sequentially connected to the front port of the connecting section tunnel; the front end of the starting section tunnel is in butt joint with the rear end of the suspension tunnel pipe joint, and steel seal doors are arranged at the joint of the starting section tunnel and the connecting section tunnel and the joint of the starting section tunnel and the suspension tunnel pipe joint; the two ends of the suspension tunnel pipe joint are sealed by steel sealing doors;
a pair of rails are arranged on the top surface of the connecting section tunnel and the top surface of the starting section tunnel, and the pair of rails are in one-to-one correspondence with a pair of rails arranged on the top surface of the suspension tunnel pipe section; the bottom of the outlet of the outfitting room is provided with a pair of track groove sealing devices which are in one-to-one correspondence with a pair of tracks.
According to the construction method for underwater section-by-section installation of the anchoring type suspension tunnel, the inlet end sealing door is of a steel plate structure; the outlet end sealing door is of a reinforced concrete caisson structure with multiple compartments; the outlet end sealing door comprises a caisson shell formed by a bottom plate and four side walls, wherein the caisson shell is divided into a plurality of compartments by a plurality of transverse partition walls and a plurality of longitudinal partition walls, the transverse partition walls and the longitudinal partition walls are provided with a plurality of through holes at intervals along the height direction, and a communication valve is arranged in each through hole; the top standard height of the outlet end sealing door is 2-3 m higher than the highest water level of the external water body, the wave height and the surplus height, the width of the outlet end sealing door is the width of the outlet of the outfitting chamber plus at least 8m, and the thickness of the outlet end sealing door is required to meet the stability requirements of installation, removal and seat bottom.
The construction method for underwater section-by-section installation of the anchored suspension tunnel comprises the steps that the track groove sealing device comprises a steel shell for accommodating the track, a pair of hydraulic jacks and a pair of steel piston heads; the steel shell is embedded and fixed in the water facing side wall; a pair of hydraulic jacks are horizontally and symmetrically arranged at two sides of the steel shell; the pair of steel piston heads are symmetrically arranged on piston rods of the pair of hydraulic jacks, the front end surfaces of the pair of steel piston heads are respectively provided with a cavity matched with the side surface shape of the rail, and the surfaces of the cavities are provided with rubber water stop strips.
The construction method for underwater section-by-section installation of the anchored suspension tunnel comprises the steps that the installation trolley comprises a frame, front supporting legs, rear supporting legs, a front buoyancy tank and a rear buoyancy tank; wherein,,
the frame is of a plane truss structure and comprises a pair of longitudinal beams, a front transverse beam, a rear transverse beam and a rear transverse beam; the bottom surfaces of the middle front parts of the pair of longitudinal beams are provided with track grooves;
the front support leg is U-shaped, the top of the front support leg is provided with a pair of top rollers, the bottom of the front support leg is provided with a pair of front bottom rollers with driving devices, the front support leg is reversely buckled in track grooves on the bottom surfaces of a pair of longitudinal beams of the frame in a one-to-one correspondence manner through the pair of top rollers, and the front support leg is clamped on a pair of tracks in a one-to-one correspondence manner through the pair of front bottom rollers;
the rear support legs are fixed at the rear parts of a pair of longitudinal beams of the frame, and two pairs of rear bottom rollers with driving devices are arranged at the bottoms of the rear support legs, so that the rear support legs are clamped on a pair of rails in a one-to-one correspondence manner through the two pairs of rear bottom rollers;
the front buoyancy tank is fixed at the front part of the frame, a buoyancy-weight ratio adjusting system is arranged in the front buoyancy tank, and a pair of front pipe joint sinking windlass and a pair of trolley mooring windlass are also arranged in the front buoyancy tank;
the rear buoyancy tank is fixed at the rear part of the frame, a buoyancy-weight ratio adjusting system is arranged in the rear buoyancy tank, and a pair of rear pipe joint sinking windlass is also arranged in the rear buoyancy tank.
According to the construction method for underwater section-by-section installation of the anchored suspension tunnel, the rear supporting leg of the installation trolley comprises two plane trusses which are arranged in parallel, each plane truss comprises a front upright post, a rear upright post and a lower longitudinal beam, the bottom surface of the lower longitudinal beam of each plane truss is provided with two bottom idler wheels with driving devices correspondingly, and the front upright posts and the rear upright posts of the two plane trusses are fixed on the bottom surfaces of the rear parts of the pair of longitudinal beams of the frame correspondingly one by one.
According to the construction method for underwater section-by-section installation of the anchored suspension tunnel, the rear buoyancy tank of the installation trolley is also internally provided with the operation chamber and the oxygen supply device;
according to the construction method for underwater section-by-section installation of the anchored suspension tunnel, the temporary mooring pier is of a deep water jacket and anchor block cable structure type.
The construction method for underwater section-by-section installation of the anchored suspension tunnel has the following characteristics:
(1) Compared with water-saving floating transportation of the suspended tunnel pipe, the construction method greatly reduces the influence of wind, waves and current on the transportation of the pipe joint, greatly increases the window period of the transportation, and improves the transportation efficiency and the safety. For marine environments, the deeper the water depth, the lower the water flow velocity, and the less affected by wind and waves.
(2) According to the construction method, the mounted trolley is adopted, and the mounted suspended tunnel pipe joint is submerged in the water, so that compared with the case that the suspended tunnel pipe joint is mounted by adopting a submerged barge, the influence of wind, waves and currents on the submerged and butted suspended tunnel pipe joint is greatly reduced, the pendulum effect can be effectively avoided, and the installation efficiency, safety and accuracy are improved by greatly improving the submerged precision of the suspended tunnel pipe joint.
(3) The construction method of the invention uses the water to construct the frequency of the ship is lower, and basically does not need a large-scale ship machine, the construction has little influence on the passing of the ship on the water, and the sea traffic safety risk is greatly reduced.
(4) The construction method greatly increases the installation window period, greatly shortens the construction period and effectively reduces the construction cost.
Drawings
FIG. 1 is a side view of a landing structure involved in performing a step one in the construction method of underwater section-by-section installation of an anchored suspension tunnel of the present invention;
FIG. 2a is a cross-sectional view of an outlet end seal door in a landing configuration of the present invention;
FIG. 2b is a plan view of the outlet end seal door in the landing configuration of the present invention;
FIG. 3a is a cross-sectional view (closed state) of a track groove seal in a landing configuration of the present invention;
FIG. 3b is a cross-sectional view (open) of the track groove seal in the landing configuration of the present invention;
FIG. 4a is a side view of an installation trolley involved in performing step two in the construction method of underwater section-by-section installation of an anchored suspension tunnel of the present invention;
FIG. 4b is a front view of the mounting trolley;
FIG. 5 is a state diagram of a step performed in the construction method of underwater section-by-section installation of an anchored suspension tunnel of the present invention;
FIG. 6 is a state diagram of the anchoring type suspension tunnel of the present invention when the second step is performed in the construction method of underwater section-by-section installation;
FIG. 7 is another state diagram of the anchoring type suspension tunnel of the present invention when the second step is performed in the construction method of underwater section-by-section installation;
FIG. 8 is a state diagram of the anchoring type suspension tunnel of the present invention when the third step is performed in the construction method of underwater section-by-section installation;
FIG. 9 is a state diagram of the anchoring type suspension tunnel of the present invention at the time of performing step four in the construction method of underwater section-by-section installation;
FIG. 10 is another state diagram of the anchoring type suspension tunnel of the present invention at the time of step four in the construction method of underwater section-by-section installation;
FIG. 11 is a state diagram of the anchoring type suspension tunnel of the present invention when the fifth step is performed in the construction method of underwater section-by-section installation;
FIG. 12 is a state diagram of the anchoring type suspension tunnel of the present invention when step six is performed in the construction method of underwater section-by-section installation;
FIG. 13 is a state diagram of the anchoring type suspension tunnel of the present invention when step seven is performed in the construction method of underwater section-by-section installation;
fig. 14 is a schematic diagram of the entire through structure of the suspension tunnel after the completion of the construction method of the underwater section-by-section installation of the anchored suspension tunnel of the present invention.
Detailed Description
The invention will be further described with reference to the accompanying drawings.
Referring to fig. 1 to 14, the construction method for underwater section-by-section installation of the anchored suspension tunnel of the present invention comprises the following steps:
firstly, conveying a prefabricated suspension tunnel pipe joint 1' to be installed on land into a shore connection structure 3 (see fig. 5) through a land slope tunnel 2, wherein the shore connection structure 3 is arranged on a bank slope and comprises an indoor part and an outdoor part; wherein,,
indoor and outdoor parts, a jacking device 9, a pair of rails 8, a pair of rail groove sealing devices 8A, and a water supply and drainage system 10.
The indoor part is surrounded by a back water side wall 3A, a front water side wall 3B and left and right outer walls of the waterproof ground connecting wall structure; the indoor part is sequentially provided with a jacking chamber 31, a partition wall 30 and an outfitting chamber 32 from land to sea; wherein,,
the length and width of the jacking chamber 31 should be designed according to the length and diameter of the suspension tunnel pipe joint 1; the rear end of the jacking chamber 31 is provided with a backwater side wall 3A, and the lower part of the backwater side wall 3A is provided with a hole communicated with the land slope section tunnel 2; the land slope section tunnel 2 is a connection tunnel between the jacking chamber 31 and a ground road;
the length and width of the outfitting chamber 32 should be designed according to the length and diameter of the suspended tunnel pipe section 1 and the size of the installation trolley 13, with a certain margin. The front end of the outfitting chamber 32 is a water facing side wall 3B, the lower part of the outfitting chamber 32 is provided with a connecting section tunnel 5, and the rear port of the connecting section tunnel 5 is communicated with the jacking chamber 31; the inner diameter of the connecting section tunnel 5 is the same as the inner diameter of the suspension tunnel pipe joint 1;
the partition wall 30 is provided with an inlet of an outfitting chamber right above the rear port of the connecting section tunnel 5, the inlet of the outfitting chamber is provided with a steel door frame and a rubber water stop strip, and the inlet of the outfitting chamber is plugged by adopting an inlet end sealing door 11; the inlet end sealing door 11 is of a steel plate door structure, and rubber water stop strips are arranged on the periphery of the inlet end sealing door to prevent water leakage when the door is closed; the size of the inlet end sealing door 11 is designed according to the diameter of the suspended tunnel pipe joint 1, and a certain margin is reserved;
the water-facing side wall 3B is provided with an outlet of an outfitting chamber right above the front port of the connecting section tunnel 5, the outlet of the outfitting chamber is provided with a steel door frame and a rubber water stop strip, and the outlet of the outfitting chamber is plugged by adopting an outlet end sealing door 12.
The outlet end sealing door 12 is a reinforced concrete caisson structure with multiple compartments; the outlet end sealing door 12 is formed by a bottom plate 120 and four side walls 121 to form a caisson shell, the caisson shell is divided into a plurality of compartments by a plurality of transverse partition walls 122 and a plurality of longitudinal partition walls 123, the transverse partition walls 122 and the longitudinal partition walls 123 are provided with a plurality of through holes at intervals along the height direction, and a communication valve 124 is arranged in each through hole (see fig. 2a and 2 b); the liquid level elevation of each compartment in the caisson is conveniently controlled by injecting water into and draining water from the caisson. Sinking or floating of the outlet end sealing door 12 is achieved through water injection and drainage into the plurality of compartments, and the outlet end sealing door 12 is moved and positioned and installed by a tug after floating. When the water injection to the caisson can not meet the stability requirement, the dead weight of the sealing door 12 at the outlet end can be increased by backfilling sand and stone in the caisson; the top mark height of the outlet end sealing door 12 is higher than the highest water level of the external water body, the wave height and the surplus height by 2-3 m, the width of the outlet end sealing door 12 is the width of the outlet of the outfitting chamber, at least 8m, namely the width of the outlet end sealing door 12 is at least 4m on two sides of the outlet of the outfitting chamber, and the thickness of the outlet end sealing door 12 is required to meet the stability requirements of installation, removal and seat bottom.
The outdoor part comprises a starting section tunnel 6 and a slope protection 7 which are sequentially connected to the front port of the connecting section tunnel 5; wherein,,
the inner diameter of the starting section tunnel 6 is the same as that of the suspension tunnel pipe joint 1, and the starting section tunnel 6 adopts a reinforced concrete structure and is prefabricated and then installed; the front end of the starting section tunnel 6 is in butt joint with the rear end of the suspension tunnel pipe joint 1, and steel seal doors are arranged at the joint of the starting section tunnel 6 and the connecting section tunnel 5 and the joint of the starting section tunnel 6 and the suspension tunnel pipe joint 1;
the jacking device 9 is arranged at the bottom of the jacking chamber 31; the jacking device 9 comprises a plurality of jacks and a steel structure jacking beam arranged on the jacks.
A pair of rails 8 are arranged on the top surface of the connecting section tunnel 5 and the top surface of the starting section tunnel 6, and the pair of rails 8 are in one-to-one correspondence with a pair of rails arranged on the top surface of each section of the suspension tunnel pipe joint 1; the cross section of the rail 8 is I-shaped.
A pair of track groove sealing devices 8A are arranged at the bottom of the outlet of the outfitting chamber in one-to-one correspondence with the pair of tracks 8; the track groove sealing device 8A is used for sealing gaps at two sides of the track 8 and forms a sealed water blocking system together with the outlet end sealing door 12 for the outfitting room 32, so that water outside the indoor part is prevented from entering the outfitting room 32.
The rail groove seal 8A comprises a steel housing 80, a pair of hydraulic jacks 82 and a pair of steel piston heads 153 (see fig. 3a and 3 b); the steel shell 80 comprises a bottom plate, two vertical plates connected to two sides of the bottom plate in a one-to-one correspondence manner, and a left top plate and a right top plate connected to the tops of the two vertical plates in a one-to-one correspondence manner, so that the top of the steel shell 80 is provided with a notch with a width larger than the cross section width of the track 8, and a plurality of anchor bars 81 are welded on the bottom surface of the steel shell 80, the outer surfaces of the two vertical plates, the outer surface of the left top plate and the outer surface of the right top plate, so that the steel shell 80 is fixed in the water facing side wall through the anchor bars; the rail 8 is fixed in the middle of the bottom plate of the steel shell 80; a pair of hydraulic jacks 82 are symmetrically installed at the middle of the inner surfaces of the two risers of the steel shell 80; the pair of steel piston heads 83 are symmetrically arranged on piston rods of the pair of hydraulic jacks 82, the top surfaces of the pair of steel piston heads 83 are in movable sealing contact with the bottom surface of the left top plate and the bottom surface of the right top plate of the steel shell 80 in one-to-one correspondence, the bottom surfaces of the pair of steel piston heads 83 are in movable sealing contact with the top surface of the bottom surface of the steel shell 80, a cavity which is in fit with the side surface shape of the rail 8 is arranged on the front end surfaces of the pair of steel piston heads 83, and a rubber water stop strip 84 is arranged on the surface of the cavity to ensure the water stop effect;
the water supply and drainage system 10 is arranged between the outfitting room 32 and the external water body; the water supply and drainage system 10 comprises a high-power high-lift water pump arranged in the outfitting chamber 32 and a water pipe connected with a water outlet of the water pump and communicated with the water body at the front side of the water facing side wall 3B, wherein the water pump pumps water in the outfitting chamber 32 out, and water can be injected into the outfitting chamber 32 through a water supply pipeline to realize the dry-wet conversion function of the outfitting chamber 32.
Firstly, vertically moving a to-be-installed suspension tunnel pipe joint 1' in a jacking chamber 31 of a shore structure 3 under the anhydrous environment through jacking of a jack of a jacking device 9 (see fig. 6), penetrating a conveying air bag between the to-be-installed suspension tunnel pipe joint 1' and a jacking beam of the jacking device 9, and horizontally moving the to-be-installed suspension tunnel pipe joint 1' forwards into an installation trolley 4 (see fig. 7) on a pair of rails 8 on the top surface of a connecting section tunnel 6 in an outfitting chamber 32 after the conveying air bag is inflated; the mounting trolley 4 comprises a frame 40, front legs 41, rear legs 42, a front pontoon 43 and a rear pontoon 44 (see fig. 4a and 4 b); wherein,,
the frame 40 is a planar truss structure and includes a pair of longitudinal beams, a front cross member and a rear cross member; the bottom surfaces of the middle front parts of the pair of longitudinal beams are provided with track grooves;
the front support leg 41 is U-shaped, the top of the front support leg 41 is provided with a pair of top rollers 4A, the bottom of the front support leg 41 is provided with a pair of front bottom rollers 4B with driving devices, the front support leg 41 is reversely buckled in track grooves on the bottom surfaces of a pair of longitudinal beams of the frame in a one-to-one correspondence manner through the pair of top rollers 4A, and the front support leg 41 is clamped on a pair of tracks 8 in a one-to-one correspondence manner through the pair of front bottom rollers 4B;
the rear supporting leg 42 is fixed at the rear part of a pair of longitudinal beams of the frame 40, the rear supporting leg 42 comprises two plane trusses which are arranged in parallel, each plane truss comprises a front upright post, a rear upright post and a lower longitudinal beam, two rear bottom idler wheels 4C with driving devices are respectively and correspondingly arranged on the bottom surfaces of the lower longitudinal beams of the two plane trusses, the front upright posts and the rear upright posts of the two plane trusses are fixed on the rear bottom surfaces of the pair of longitudinal beams of the frame 40 in a one-to-one correspondence manner, and the rear supporting leg 42 is clamped on the pair of rails 8 in a one-to-one correspondence manner through the two pairs of rear bottom idler wheels 4C;
a front buoyancy tank 43 is fixed at the front part of the frame 40, and a buoyancy-weight ratio adjusting system 45, a pair of front pipe joint sinking windlass 46 and a pair of trolley mooring windlass 47 are arranged in the front buoyancy tank 43;
the rear buoyancy tank 44 is fixed at the rear part of the frame 40, and a buoyancy-weight ratio adjusting system 45, a pair of rear pipe joint sinking windlass 48, an operating room 49 and an oxygen supply device are arranged in the rear buoyancy tank 44; the floating weight ratio adjusting system 45 comprises a water tank and a water extraction pipeline;
step three, a pair of front lifting lugs and a pair of rear lifting lugs at the upper part of a to-be-installed suspension tunnel pipe joint 1' are respectively connected with a pair of steel wires of a front pipe joint sinking winch 46 and a pair of steel wires of a rear pipe joint sinking winch 48 on an installation trolley 4 in a one-to-one correspondence manner through shackles, an inlet end sealing door 11, a pair of track groove sealing devices 8A (see fig. 8) and an outlet end sealing door 12 are closed, water is injected into an outfitting chamber 32 through a water supply and drainage system 10, and simultaneously, the floating weight ratio of the to-be-installed suspension tunnel pipe joint 1' and the floating weight ratio of the to-be-installed suspension tunnel pipe joint 1' are respectively adjusted through a floating weight ratio adjusting system 45 arranged on the installation trolley 4 and a floating weight ratio adjusting system in the to-be-installed suspension tunnel pipe joint 1', so that the floating weight ratio of the to-be-installed suspension tunnel pipe joint 1' is slightly smaller than 1, the floating weight ratio of the installation trolley 4 is slightly larger than 1, the whole weight ratio of the to be-installed suspension tunnel pipe joint 1' is slightly larger than 1, and the floating weight ratio of the to be-installed suspension tunnel pipe joint 1' is slightly larger than 1 is not required to be installed in the process of the installation, and the floating pipe joint is not required to be installed in the vertical installation process to be always, and the floating weight is not required to be installed;
step four, firstly opening an outlet end sealing door 12 and a pair of track groove sealing devices 8A (see figure 9), then controlling the installation trolley 4 to run along a pair of tracks 8 to a previous section of installed suspended tunnel pipe joint 1 (starting section tunnel 6), suspending the running, symmetrically arranging a pair of temporary mooring piers 13 in front of the installation trolley 4 along two sides of the suspended tunnel axis, and connecting cables 130 on a pair of trolley mooring windlass 47 on the installation trolley 4 to the pair of temporary mooring piers 13 in a splayed manner (see figure 10); the position of the installation trolley 4 is prevented from shifting under the action of water flow when the cantilever advances and the pipe joint is installed; the temporary mooring pier 13 is of a deep water jacket and anchor cable structure type, and can realize the turnover function, and when the angle of the two cables 130 cannot meet the stability requirement of the installation trolley 4 after the suspended tunnel pipe joint 1 is installed and pushed forward for a certain distance, the temporary mooring pier 13 can be pulled up and reinstalled;
step five, controlling the two pairs of rear bottom rollers 4C of the installation trolley 4 to continue to advance forwards, wherein the front bottom rollers 4B of the installation trolley 4 are still, and controlling the front and rear positions of the installation trolley 4 by adjusting the lengths and the tension of the two cables 130 until the suspension tunnel pipe joint 1' to be installed is sent to the installation position (see FIG. 11);
because the integral floating weight ratio of the installation trolley 4 to the suspension tunnel pipe joint 1 is close to 1, the vertical load generated by the installation trolley on the installed suspension tunnel pipe joint 1 is very small, and meanwhile, the reasonable water flow speed period is selected in the construction process, so that the stability and safety of the installed suspension tunnel pipe joint 1 can be ensured;
step six, adjusting the height and levelness of the suspended tunnel pipe section 1 'to be installed through a pair of front pipe section sinking windlass 46 and a pair of rear pipe section sinking windlass 48 on the installation trolley 4, adjusting the front and rear positions of the suspended tunnel pipe section 1' to be installed through adjusting the front and rear positions of the installation trolley 4, simultaneously arranging a pulling and closing device on the previous section of installed suspended tunnel pipe section 1 (starting section tunnel 6) to control the plane position of the suspended tunnel pipe section 1 'to be installed, ensuring that the suspended tunnel pipe section 1' to be installed can be accurately in butt joint with the starting section tunnel 6 (installed suspended tunnel pipe section 1), unhooking the pair of front pipe section sinking windlass 46 and the pair of rear pipe section sinking windlass 48 with the suspended tunnel pipe section 1 'to be installed, and finally connecting an anchor chain 1A on the butt-jointed suspended tunnel pipe section 1' with an anchor foundation fixed on a seabed (see FIG. 12);
step seven, after the installation of the suspended tunnel pipe joint 1' to be installed is completed, firstly controlling the installation trolley 4 to retract into the outfitting chamber 32, closing the outlet end sealing door 12 and the track groove sealing device 8A, and draining water in the outfitting chamber 32 through the water supply and drainage system 10 to form a dry construction condition (see figure 13);
step eight, repeating the steps one to seven, installing the subsequent section of the suspension tunnel pipe section to the last section of the suspension tunnel pipe section, dismantling the installation trolley 4 after all the suspension tunnel pipe sections 1 are installed, plugging the outlet of the outfitting chamber by adopting cast-in-situ reinforced concrete, and completing the construction of the cast-in-situ reinforced concrete tunnel section 3C at the lower part of the jacking chamber 31 (see fig. 14), thereby realizing the complete penetration of the suspension tunnel.
The construction method for underwater section-by-section installation of the anchored suspension tunnel is characterized in that the construction method is controlled in an operation room 49 on an installation trolley 4, the operation room 49 monitors the posture and the stress condition of the installation trolley 4 in a pressure sensing, inclinometer and video mode, controls a pair of front pipe section sinking windlass 46 and a pair of rear pipe section sinking windlass 48 and a pair of trolley mooring windlass 47 on the installation trolley 4, controls the posture of a suspension tunnel pipe section 1' to be installed, and controls the floating weight ratio of the whole installation trolley 4 through a floating weight ratio adjusting system 45, so that the installation trolley 4 is stressed in the water in balance.
The above embodiments are provided for illustrating the present invention and not for limiting the present invention, and various changes and modifications may be made by one skilled in the relevant art without departing from the spirit and scope of the present invention, and thus all equivalent technical solutions should be defined by the claims.
Claims (8)
1. The construction method for underwater section-by-section installation of the anchored suspension tunnel is characterized by comprising the following steps of:
firstly, conveying a prefabricated suspension tunnel pipe joint to be installed on land into a shore structure through a land slope tunnel; the shore connection structure comprises a jacking chamber positioned on the back water side and an outfitting chamber positioned on the head water side, wherein an installation trolley is arranged in the outfitting chamber, and the outfitting chamber is provided with an inlet and an outlet;
step two, loading a suspension tunnel pipe joint to be installed into the installation trolley through vertical movement and transverse movement in a jacking chamber of the shore connection structure;
step three, a pair of front lifting lugs and a pair of rear lifting lugs at the upper part of a suspension tunnel pipe joint to be installed are connected with a pair of steel wires of a front pipe joint sinking winch and a pair of steel wires of a rear pipe joint sinking winch on an installation trolley in a one-to-one correspondence manner, then an inlet of an outfitting chamber in a shore connection structure and an outlet of the outfitting chamber are closed, water is injected into the outfitting chamber, and simultaneously the floating weight ratio of the installation trolley and the floating weight ratio of the suspension tunnel pipe joint to be installed are adjusted, so that the floating weight ratio of the suspension tunnel pipe joint to be installed is smaller than 1, the floating weight ratio of the installation trolley is larger than 1, and the integral floating weight ratio of the installation trolley and the suspension tunnel pipe joint to be installed is larger than 1;
step four, firstly opening an outlet of the outfitting room, then controlling the installation trolley to move on a pipe joint of a suspension tunnel which is installed in the previous section, suspending the installation trolley from advancing, symmetrically arranging a pair of temporary mooring piers in front of the installation trolley along two sides of a tunnel axis, and connecting cables on a pair of trolley mooring windlass on the installation trolley to the pair of temporary mooring piers in a splayed shape;
step five, controlling the installation trolley to continue advancing, wherein the front supporting leg of the installation trolley is static in the process, and controlling the position of the installation trolley until the suspension tunnel pipe joint to be installed is conveyed to the installation position by adjusting the length and the tension of the two cables;
step six, adjusting the height and levelness of the suspension tunnel pipe joint to be installed through a pair of front pipe joint sinking windlass and a pair of rear pipe joint sinking windlass on the installation trolley, and adjusting the front and rear positions of the suspension tunnel pipe joint to be installed through adjusting the front and rear positions of the installation trolley, so that the suspension tunnel pipe to be installed can be in butt joint installation with the suspension tunnel pipe joint installed in the previous section;
step seven, firstly controlling the installation trolley to retract into the outfitting chamber, then closing the outlet of the outfitting chamber, and then draining water in the outfitting chamber to form dry construction conditions;
and step eight, repeating the step one to the step seven, and installing the subsequent section of the suspension tunnel pipe section to the last section of the suspension tunnel pipe section.
2. The construction method for underwater section-by-section installation of an anchored suspension tunnel according to claim 1, wherein the shore connection structure is provided on a shore slope and includes an indoor portion and an outdoor portion; wherein,,
the indoor part is sequentially provided with the jacking chamber, the partition wall and the outfitting chamber from land area to sea area; the bottom of the jacking chamber is provided with a jacking device, the rear end of the jacking chamber is a back water side wall of the indoor part, and the lower part of the back water side wall is provided with a hole communicated with a land slope section tunnel; the front end of the outfitting chamber is a water facing side wall of the indoor part, the lower part of the outfitting chamber is provided with a connecting section tunnel, and the rear port of the connecting section tunnel is communicated with the jacking chamber; the entrance of the outfitting chamber is arranged right above the rear port of the connecting section tunnel by the partition wall, and the entrance of the outfitting chamber is blocked by an entrance end sealing door; the outlet of the outfitting chamber is arranged on the water facing side wall and is positioned right above the front port of the connecting section tunnel, and the outlet of the outfitting chamber is plugged by adopting an outlet end sealing door; a water supply and drainage system is arranged between the outfitting room and the external water body;
the outdoor part comprises a starting section tunnel and a slope protection which are sequentially connected to the front port of the connecting section tunnel; the front end of the starting section tunnel is in butt joint with the rear end of the suspension tunnel pipe joint, and steel seal doors are arranged at the joint of the starting section tunnel and the connecting section tunnel and the joint of the starting section tunnel and the suspension tunnel pipe joint; the two ends of the suspension tunnel pipe joint are sealed by steel sealing doors;
a pair of rails are arranged on the top surface of the connecting section tunnel and the top surface of the starting section tunnel, and the pair of rails are in one-to-one correspondence with a pair of rails arranged on the top surface of the suspension tunnel pipe section; the bottom of the outlet of the outfitting room is provided with a pair of track groove sealing devices which are in one-to-one correspondence with a pair of tracks.
3. The construction method for underwater section-by-section installation of the anchored suspension tunnel according to claim 2, wherein the entrance end sealing door is of a steel plate structure; the outlet end sealing door is of a reinforced concrete caisson structure with multiple compartments; the outlet end sealing door comprises a caisson shell formed by a bottom plate and four side walls, wherein the caisson shell is divided into a plurality of compartments by a plurality of transverse partition walls and a plurality of longitudinal partition walls, the transverse partition walls and the longitudinal partition walls are provided with a plurality of through holes at intervals along the height direction, and a communication valve is arranged in each through hole; the top standard height of the outlet end sealing door is 2-3 m higher than the highest water level of the external water body, the wave height and the surplus height, the width of the outlet end sealing door is the width of the outlet of the outfitting chamber plus at least 8m, and the thickness of the outlet end sealing door is required to meet the stability requirements of installation, removal and seat bottom.
4. The construction method for underwater section-by-section installation of an anchored suspension tunnel according to claim 2, wherein said rail groove sealing means comprises a steel housing accommodating said rail, a pair of hydraulic jacks and a pair of steel piston heads; the steel shell is embedded and fixed in the water facing side wall; a pair of hydraulic jacks are horizontally and symmetrically arranged at two sides of the steel shell; the pair of steel piston heads are symmetrically arranged on piston rods of the pair of hydraulic jacks, the front end surfaces of the pair of steel piston heads are respectively provided with a cavity matched with the side surface shape of the rail, and the surfaces of the cavities are provided with rubber water stop strips.
5. The construction method for underwater section-by-section installation of an anchored suspension tunnel according to claim 1, wherein the installation trolley comprises a frame, a front leg, a rear leg, a front buoyancy tank and a rear buoyancy tank; wherein,,
the frame is of a plane truss structure and comprises a pair of longitudinal beams, a front transverse beam, a rear transverse beam and a rear transverse beam; the bottom surfaces of the middle front parts of the pair of longitudinal beams are provided with track grooves;
the front support leg is U-shaped, the top of the front support leg is provided with a pair of top rollers, the bottom of the front support leg is provided with a pair of front bottom rollers with driving devices, the front support leg is reversely buckled in track grooves on the bottom surfaces of a pair of longitudinal beams of the frame in a one-to-one correspondence manner through the pair of top rollers, and the front support leg is clamped on a pair of tracks in a one-to-one correspondence manner through the pair of front bottom rollers;
the rear support legs are fixed at the rear parts of a pair of longitudinal beams of the frame, and two pairs of rear bottom rollers with driving devices are arranged at the bottoms of the rear support legs, so that the rear support legs are clamped on a pair of rails in a one-to-one correspondence manner through the two pairs of rear bottom rollers;
the front buoyancy tank is fixed at the front part of the frame, a buoyancy-weight ratio adjusting system is arranged in the front buoyancy tank, and a pair of front pipe joint sinking windlass and a pair of trolley mooring windlass are also arranged in the front buoyancy tank;
the rear buoyancy tank is fixed at the rear part of the frame, a buoyancy-weight ratio adjusting system is arranged in the rear buoyancy tank, and a pair of rear pipe joint sinking windlass is also arranged in the rear buoyancy tank.
6. The construction method for underwater section-by-section installation of an anchored suspended tunnel according to claim 5, wherein the rear leg of the installation trolley comprises two plane trusses which are arranged in parallel, each plane truss comprises a front upright post, a rear upright post and a lower longitudinal beam, the bottom surfaces of the lower longitudinal beams of the two plane trusses are respectively provided with two bottom rollers with driving devices correspondingly, and the front upright posts and the rear upright posts of the two plane trusses are fixed on the rear bottom surfaces of a pair of longitudinal beams of the frame correspondingly one by one.
7. The construction method for underwater section-by-section installation of the anchored suspension tunnel according to claim 5, wherein an operation room and an oxygen supply device are further arranged in the rear buoyancy tank of the installation trolley.
8. The construction method for underwater section-by-section installation of an anchored suspension tunnel according to claim 1, wherein the temporary mooring pier is of the deep water jacket + anchor block cable construction type.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310275767.4A CN116290104A (en) | 2023-03-17 | 2023-03-17 | Construction method for underwater section-by-section installation of anchored suspension tunnel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310275767.4A CN116290104A (en) | 2023-03-17 | 2023-03-17 | Construction method for underwater section-by-section installation of anchored suspension tunnel |
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|---|---|---|---|
| CN202310275767.4A Pending CN116290104A (en) | 2023-03-17 | 2023-03-17 | Construction method for underwater section-by-section installation of anchored suspension tunnel |
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| CN (1) | CN116290104A (en) |
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- 2023-03-17 CN CN202310275767.4A patent/CN116290104A/en active Pending
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